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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAdmitted-Finance VALLUVAR NAGAR BAMBOOFLAT SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | L1 | Admitted-Finance | |
| 2 | L2₹18.0 L+₹2.6 L (16.9%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹19.5 L+₹4.1 L (26.6%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹26.1 L+₹10.6 L (68.9%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M Abdul Hameed L3 | M/s Ammu Construction L1 | A Palswamy L2 | SHUVAM CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : | |||||||
| 1.10 | All kinds of soil | 508.02 | cum | 380 ₹1,93,047.6 | 185 ₹93,983.7 | 100 ₹50,802 Lowest | 200 ₹1,01,604 |
| 2.00 | Carriage of earth by mechanical transport including loading, unloading in truck then stacking at work site properly with in a lead of 5.00 Km. | 322.77 | cum | 480 ₹1,54,929.6 | 218 ₹70,363.86 Lowest | 350 ₹1,12,969.5 | 650 ₹2,09,800.5 |
| 3.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 1,060.8 | sqm | 60 ₹63,648 Lowest | 101 ₹1,07,140.8 | 100 ₹1,06,080 | 100 ₹1,06,080 |
| 4.00Providing, Laying, Spreading and compacting stone aggregate of specified sizes to WBM specification in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | |||||||
| 4.10 | Subbase with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size (Type A) and moorum all complete. | 106.08 | cum | 4,350 ₹4,61,448 | 3,499 ₹3,71,173.92 Lowest | 4,700 ₹4,98,576 | 5,800 ₹6,15,264 |
| 4.20 | Subbase with stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size (Type A) and moorum all complete. | 63.65 | cum | 4,350 ₹2,76,877.5 | 3,499 ₹2,22,711.35 Lowest | 4,700 ₹2,99,155 | 5,800 ₹3,69,170 |
| 4.30 | Subbase with stone aggregate 53 mm to 22.4 mm including stone screening 11.2 mm size (Type B) and moorum all complete. | 63.65 | cum | 4,350 ₹2,76,877.5 | 3,499 ₹2,22,711.35 Lowest | 4,700 ₹2,99,155 | 5,800 ₹3,69,170 |
| 5.00Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | |||||||
| 5.10 | On W.B.M @ 0.75 Kg / sqm | 795.6 | sqm | 82 ₹65,239.2 | 71 ₹56,487.6 Lowest | 175 ₹1,39,230 | 100 ₹79,560 |
Tender Value
₹26.1 L
EMD Value
₹52,280
Closing Date
18 Dec 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Construction of Rural Road from Mullah Pahad Road to B.R. Bhagat house at Mithakhari - 03 under Gram Panchayat Mithakhari. (Re-Tender)
2025_RDPRI_21032_1
EE/PRI/SAD-I/RR/2025-26/165
Open Tender
Civil Works - Roads
Works
365 days
Mithakhari
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹52,280
20 Dec 2025
12 Dec 2025
19 Dec 2025
13 Dec 2025
18 Dec 2025
13 Dec 2025
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :
All kinds of soil
Carriage of earth by mechanical transport including loading, unloading in truck then stacking at work site properly with in a lead of 5.00 Km.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Providing, Laying, Spreading and compacting stone aggregate of specified sizes to WBM specification in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Subbase with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size (Type A) and moorum all complete.
Subbase with stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size (Type A) and moorum all complete.
Subbase with stone aggregate 53 mm to 22.4 mm including stone screening 11.2 mm size (Type B) and moorum all complete.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
On W.B.M @ 0.75 Kg / sqm
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). Use shredded plastic @10% of total bitumen i.e 90%VG-30 & 10% shredded plastic)
With paving Asphalt grade VG - 30 with no solvent
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
A Palswamy (BID ID -61940)
M Abdul Hameed (BID ID -61923)
SHUVAM CONSTRUCTION (BID ID -61926)
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